Aligerados.xls

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    Alig.20

    Pgina 1

    MOM.RESIST. - f'c = 175 kg/cm2

    ALIGERADOS DE 20 cms.Fierro As M+ M-

    1(3/8) 0.713 0.478 0.457

    1(1/2) 1.267 0.840 0.776

    2(3/8) 1.425 0.942 0.860

    3/8+1/2 1.979 1.294 1.136

    1(5/8) 1.979 1.294 1.136

    2(1/2) 2.534 1.637 1.379

    1/2+5/8 3.246 2.066 1.644

    2(5/8) 3.959 2.482 1.853

    Vu LUZ Mu

    V1 V2 (L) 1/8 1/9 1/10 1/11 1/12 1/14 1/16 1/24

    V2 = Wu x L/2 Mu = C x Wu x L2

    Peso roio = 0.!0 "n/#2

    Piso + a$a%. = 0.10 "n/#2

    A.- AZOTEAS

    Sobrecarga 0.150 Tn/m2

    Wu = 0.348 Tn/m2 1 Tn/m2 "e a#ba$#era)

    Vu LUZ Mu

    V1 V2 (L) 1/8 1/9 1/10 1/11 1/12 1/14 1/16 1/24

    0.400 0.348 2.00 0.174 0.155 0.139 0.127 0.116 0.099 0.087 0.058

    0.440 0.383 2.20 0.211 0.187 0.168 0.153 0.140 0.120 0.105 0.070

    0.480 0.418 2.40 0.251 0.223 0.200 0.182 0.167 0.143 0.125 0.084

    0.520 0.452 2.60 0.294 0.261 0.235 0.214 0.196 0.168 0.147 0.098

    0.560 0.487 2.80 0.341 0.303 0.273 0.248 0.227 0.195 0.171 0.114

    0.600 0.522 3.00 0.392 0.348 0.313 0.285 0.261 0.224 0.196 0.131

    0.640 0.557 3.20 0.445 0.396 0.356 0.324 0.297 0.255 0.223 0.148

    0.680 0.592 3.40 0.503 0.447 0.402 0.366 0.335 0.287 0.251 0.168

    0.720 0.626 3.60 0.564 0.501 0.451 0.410 0.376 0.322 0.282 0.188

    0.760 0.661 3.80 0.628 0.558 0.503 0.457 0.419 0.359 0.314 0.209

    0.800 0.696 4.00 0.696 0.619 0.557 0.506 0.464 0.398 0.348 0.232

    0.840 0.731 4.20 0.767 0.682 0.614 0.558 0.512 0.438 0.384 0.256

    0.880 0.766 4.40 0.842 0.749 0.674 0.612 0.561 0.481 0.421 0.281

    0.920 0.800 4.60 0.920 0.818 0.736 0.669 0.614 0.526 0.460 0.307

    0.960 0.835 4.80 1.002 0.891 0.802 0.729 0.668 0.573 0.501 0.334

    1.001 0.870 5.00 1.088 0.967 0.870 0.791 0.725 0.621 0.544 0.363

    1.041 0.905 5.20 1.176 1.046 0.941 0.855 0.784 0.672 0.588 0.392

    1.081 0.940 5.40 1.268 1.128 1.015 0.923 0.846 0.725 0.634 0.423

    1.121 0.974 5.60 1.364 1.213 1.091 0.992 0.909 0.780 0.682 0.455

    1.161 1.009 5.80 1.463 1.301 1.171 1.064 0.976 0.836 0.732 0.488

    1.201 1.044 6.00 1.566 1.392 1.253 1.139 1.044 0.895 0.783 0.522

    1.241 1.079 6.20 1.672 1.486 1.338 1.216 1.115 0.956 0.836 0.557

    1.281 1.114 6.40 1.782 1.584 1.425 1.296 1.188 1.018 0.891 0.594

    1.321 1.148 6.60 1.895 1.684 1.516 1.378 1.263 1.083 0.947 0.632

    1.361 1.183 6.80 2.011 1.788 1.609 1.463 1.341 1.149 1.006 0.670

    1.401 1.218 7.00 2.132 1.895 1.705 1.550 1.421 1.218 1.066 0.711

    B.- VIVIENDAS

    Sobrecarga 0.200 Tn/m2Wu = 0.444 Tn/m2 Tn/m2 "e a#ba$#era)

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    Alig.20

    Pgina 2

    Vu LUZ Mu

    V1 V2 (L) 1/8 1/9 1/10 1/11 1/12 1/14 1/16 1/24

    0.511 0.444 2.00 0.222 0.197 0.178 0.161 0.148 0.127 0.111 0.074

    0.562 0.488 2.20 0.269 0.239 0.215 0.195 0.179 0.153 0.134 0.090

    0.613 0.533 2.40 0.320 0.284 0.256 0.232 0.213 0.183 0.160 0.107

    0.664 0.577 2.60 0.375 0.333 0.300 0.273 0.250 0.214 0.188 0.1250.715 0.622 2.80 0.435 0.387 0.348 0.316 0.290 0.249 0.218 0.145

    0.766 0.666 3.00 0.500 0.444 0.400 0.363 0.333 0.285 0.250 0.167

    0.817 0.710 3.20 0.568 0.505 0.455 0.413 0.379 0.325 0.284 0.189

    0.868 0.755 3.40 0.642 0.570 0.513 0.467 0.428 0.367 0.321 0.214

    0.919 0.799 3.60 0.719 0.639 0.575 0.523 0.480 0.411 0.360 0.240

    0.970 0.844 3.80 0.801 0.712 0.641 0.583 0.534 0.458 0.401 0.267

    1.021 0.888 4.00 0.888 0.789 0.710 0.646 0.592 0.507 0.444 0.296

    1.072 0.932 4.20 0.979 0.870 0.783 0.712 0.653 0.559 0.490 0.326

    1.123 0.977 4.40 1.074 0.955 0.860 0.781 0.716 0.614 0.537 0.358

    1.174 1.021 4.60 1.174 1.044 0.940 0.854 0.783 0.671 0.587 0.391

    1.225 1.066 4.80 1.279 1.137 1.023 0.930 0.852 0.731 0.639 0.4261.277 1.110 5.00 1.388 1.233 1.110 1.009 0.925 0.793 0.694 0.463

    1.328 1.154 5.20 1.501 1.334 1.201 1.091 1.000 0.858 0.750 0.500

    1.379 1.199 5.40 1.618 1.439 1.295 1.177 1.079 0.925 0.809 0.539

    1.430 1.243 5.60 1.740 1.547 1.392 1.266 1.160 0.995 0.870 0.580

    1.481 1.288 5.80 1.867 1.660 1.494 1.358 1.245 1.067 0.934 0.622

    1.532 1.332 6.00 1.998 1.776 1.598 1.453 1.332 1.142 0.999 0.666

    1.583 1.376 6.20 2.133 1.896 1.707 1.552 1.422 1.219 1.067 0.711

    1.634 1.421 6.40 2.273 2.021 1.819 1.653 1.516 1.299 1.137 0.758

    1.685 1.465 6.60 2.418 2.149 1.934 1.758 1.612 1.381 1.209 0.806

    1.736 1.510 6.80 2.566 2.281 2.053 1.866 1.711 1.466 1.283 0.855

    1.787 1.554 7.00 2.720 2.417 2.176 1.978 1.813 1.554 1.360 0.907

    C.- VARIOS

    Sobrecarga 0.300 Tn/m2

    Wu = 0.456 Tn/m2 1 Tn/m2 "e a#ba$#era)

    Vu LUZ Mu

    V1 V2 (L) 1/8 1/9 1/10 1/11 1/12 1/14 1/16 1/24

    0.524 0.456 2.00 0.228 0.203 0.182 0.166 0.152 0.130 0.114 0.076

    0.577 0.502 2.20 0.276 0.245 0.221 0.201 0.184 0.158 0.138 0.092

    0.629 0.547 2.40 0.328 0.292 0.263 0.239 0.219 0.188 0.164 0.109

    0.682 0.593 2.60 0.385 0.343 0.308 0.280 0.257 0.220 0.193 0.128

    0.734 0.638 2.80 0.447 0.397 0.358 0.325 0.298 0.255 0.223 0.149

    0.787 0.684 3.00 0.513 0.456 0.410 0.373 0.342 0.293 0.257 0.171

    0.839 0.730 3.20 0.584 0.519 0.467 0.424 0.389 0.334 0.292 0.195

    0.891 0.775 3.40 0.659 0.586 0.527 0.479 0.439 0.377 0.329 0.220

    0.944 0.821 3.60 0.739 0.657 0.591 0.537 0.492 0.422 0.369 0.246

    0.996 0.866 3.80 0.823 0.732 0.658 0.599 0.549 0.470 0.412 0.274

    1.049 0.912 4.00 0.912 0.811 0.730 0.663 0.608 0.521 0.456 0.304

    1.101 0.958 4.20 1.005 0.894 0.804 0.731 0.670 0.575 0.503 0.335

    1.154 1.003 4.40 1.104 0.981 0.883 0.803 0.736 0.631 0.552 0.368

    1.206 1.049 4.60 1.206 1.072 0.965 0.877 0.804 0.689 0.603 0.402

    1.259 1.094 4.80 1.313 1.167 1.051 0.955 0.876 0.750 0.657 0.438

    1.311 1.140 5.00 1.425 1.267 1.140 1.036 0.950 0.814 0.713 0.475

    1.363 1.186 5.20 1.541 1.370 1.233 1.121 1.028 0.881 0.771 0.514

    1.416 1.231 5.40 1.662 1.477 1.330 1.209 1.108 0.950 0.831 0.554

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    Alig.20

    Pgina !

    1.468 1.277 5.60 1.788 1.589 1.430 1.300 1.192 1.021 0.894 0.596

    1.521 1.322 5.80 1.917 1.704 1.534 1.395 1.278 1.096 0.959 0.639

    1.573 1.368 6.00 2.052 1.824 1.642 1.492 1.368 1.173 1.026 0.684

    1.626 1.414 6.20 2.191 1.948 1.753 1.594 1.461 1.252 1.096 0.730

    1.678 1.459 6.40 2.335 2.075 1.868 1.698 1.556 1.334 1.167 0.778

    1.731 1.505 6.60 2.483 2.207 1.986 1.806 1.655 1.419 1.241 0.8281.783 1.550 6.80 2.636 2.343 2.109 1.917 1.757 1.506 1.318 0.879

    1.835 1.596 7.00 2.793 2.483 2.234 2.031 1.862 1.596 1.397 0.931

    D.- VARIOS

    Sobrecarga 0.400 Tn/m2

    Wu = 0.528 Tn/m2 1 Tn/m2 "e a#ba$#era)

    Vu LUZ Mu

    V1 V2 (L) 1/8 1/9 1/10 1/11 1/12 1/14 1/16 1/24

    0.607 0.528 2.00 0.264 0.235 0.211 0.192 0.176 0.151 0.132 0.088

    0.668 0.581 2.20 0.319 0.284 0.256 0.232 0.213 0.183 0.160 0.106

    0.729 0.634 2.40 0.380 0.338 0.304 0.276 0.253 0.217 0.190 0.127

    0.789 0.686 2.60 0.446 0.397 0.357 0.324 0.297 0.255 0.223 0.149

    0.850 0.739 2.80 0.517 0.460 0.414 0.376 0.345 0.296 0.259 0.172

    0.911 0.792 3.00 0.594 0.528 0.475 0.432 0.396 0.339 0.297 0.198

    0.972 0.845 3.20 0.676 0.601 0.541 0.492 0.451 0.386 0.338 0.225

    1.032 0.898 3.40 0.763 0.678 0.610 0.555 0.509 0.436 0.381 0.254

    1.093 0.950 3.60 0.855 0.760 0.684 0.622 0.570 0.489 0.428 0.285

    1.154 1.003 3.80 0.953 0.847 0.762 0.693 0.635 0.545 0.477 0.318

    1.214 1.056 4.00 1.056 0.939 0.845 0.768 0.704 0.603 0.528 0.352

    1.275 1.109 4.20 1.164 1.035 0.931 0.847 0.776 0.665 0.582 0.388

    1.336 1.162 4.40 1.278 1.136 1.022 0.929 0.852 0.730 0.639 0.426

    1.397 1.214 4.60 1.397 1.241 1.117 1.016 0.931 0.798 0.698 0.466

    1.457 1.267 4.80 1.521 1.352 1.217 1.106 1.014 0.869 0.760 0.507

    1.518 1.320 5.00 1.650 1.467 1.320 1.200 1.100 0.943 0.825 0.550

    1.579 1.373 5.20 1.785 1.586 1.428 1.298 1.190 1.020 0.892 0.595

    1.639 1.426 5.40 1.925 1.711 1.540 1.400 1.283 1.100 0.962 0.642

    1.700 1.478 5.60 2.070 1.840 1.656 1.505 1.380 1.183 1.035 0.690

    1.761 1.531 5.80 2.220 1.974 1.776 1.615 1.480 1.269 1.110 0.740

    1.822 1.584 6.00 2.376 2.112 1.901 1.728 1.584 1.358 1.188 0.792

    1.882 1.637 6.20 2.537 2.255 2.030 1.845 1.691 1.450 1.269 0.846

    1.943 1.690 6.40 2.703 2.403 2.163 1.966 1.802 1.545 1.352 0.901

    2.004 1.742 6.60 2.875 2.556 2.300 2.091 1.917 1.643 1.437 0.958

    2.064 1.795 6.80 3.052 2.713 2.441 2.220 2.035 1.744 1.526 1.017

    2.125 1.848 7.00 3.234 2.875 2.587 2.352 2.156 1.848 1.617 1.078

    E.- VARIOS

    Sobrecarga 0.500 Tn/m2

    Wu = 0.600 Tn/m2 1 Tn/m2 "e a#ba$#era)

    Vu LUZ Mu

    V1 V2 (L) 1/8 1/9 1/10 1/11 1/12 1/14 1/16 1/24

    0.690 0.600 2.00 0.300 0.267 0.240 0.218 0.200 0.171 0.150 0.100

    0.759 0.660 2.20 0.363 0.323 0.290 0.264 0.242 0.207 0.182 0.121

    0.828 0.720 2.40 0.432 0.384 0.346 0.314 0.288 0.247 0.216 0.144

    0.897 0.780 2.60 0.507 0.451 0.406 0.369 0.338 0.290 0.254 0.169

    0.966 0.840 2.80 0.588 0.523 0.470 0.428 0.392 0.336 0.294 0.1961.035 0.900 3.00 0.675 0.600 0.540 0.491 0.450 0.386 0.338 0.225

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    Alig.20

    Pgina &

    1.104 0.960 3.20 0.768 0.683 0.614 0.559 0.512 0.439 0.384 0.256

    1.173 1.020 3.40 0.867 0.771 0.694 0.631 0.578 0.495 0.434 0.289

    1.242 1.080 3.60 0.972 0.864 0.778 0.707 0.648 0.555 0.486 0.324

    1.311 1.140 3.80 1.083 0.963 0.866 0.788 0.722 0.619 0.542 0.361

    1.380 1.200 4.00 1.200 1.067 0.960 0.873 0.800 0.686 0.600 0.400

    1.449 1.260 4.20 1.323 1.176 1.058 0.962 0.882 0.756 0.662 0.4411.518 1.320 4.40 1.452 1.291 1.162 1.056 0.968 0.830 0.726 0.484

    1.587 1.380 4.60 1.587 1.411 1.270 1.154 1.058 0.907 0.794 0.529

    1.656 1.440 4.80 1.728 1.536 1.382 1.257 1.152 0.987 0.864 0.576

    1.725 1.500 5.00 1.875 1.667 1.500 1.364 1.250 1.071 0.938 0.625

    1.794 1.560 5.20 2.028 1.803 1.622 1.475 1.352 1.159 1.014 0.676

    1.863 1.620 5.40 2.187 1.944 1.750 1.591 1.458 1.250 1.094 0.729

    1.932 1.680 5.60 2.352 2.091 1.882 1.711 1.568 1.344 1.176 0.784

    2.001 1.740 5.80 2.523 2.243 2.018 1.835 1.682 1.442 1.262 0.841

    2.070 1.800 6.00 2.700 2.400 2.160 1.964 1.800 1.543 1.350 0.900

    2.139 1.860 6.20 2.883 2.563 2.306 2.097 1.922 1.647 1.442 0.961

    2.208 1.920 6.40 3.072 2.731 2.458 2.234 2.048 1.755 1.536 1.0242.277 1.980 6.60 3.267 2.904 2.614 2.376 2.178 1.867 1.634 1.089

    2.346 2.040 6.80 3.468 3.083 2.774 2.522 2.312 1.982 1.734 1.156

    2.415 2.100 7.00 3.675 3.267 2.940 2.673 2.450 2.100 1.838 1.225

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    Alig.20

    Pgina 5

    No&a.' uan"o #aco#umna *1 *2e ,reen&an a-u#!gn'ca ue e

    nece&a enance,or cor&e e&eror on&erormen&e

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    Alig.20

    Pgina '

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    Alig.20

    Pgina (

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    Alig.20

    Pgina )

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    Alig.10

    Pgina *

    MOM.RESIST. - f'c = 175 kg/cm2

    ALIGERADOS DE 10 cms.Fierro As M+ M-

    1(3/8) 0.713 0.209 0.188

    1(1/2) 1.267 0.362 0.297

    2(3/8) 1.425 0.404 0.322

    3/8+1/2 1.979 0.546 0.389

    1(5/8) 1.979 0.546 0.389

    2(1/2) 2.534 0.680 0.423

    1/2+5/8 3.246 0.841 0.418

    2(5/8) 3.959 0.987 0.358

    Vu LUZ Mu

    V1 V2 (L) 1/8 1/9 1/10 1/11 1/12 1/14 1/16 1/24

    V2 = Wu x L/2 Mu = C x Wu x L2

    Peso roio = 0.1' "n/#2

    Piso + a$a%. = 0.10 "n/#2

    A.- AZOTEAS

    Sobrecarga 0.150 Tn/m2

    Wu = 0.264 Tn/m2 1 Tn/m2 "e a#ba$#era)

    Vu LUZ Mu

    V1 V2 (L) 1/8 1/9 1/10 1/11 1/12 1/14 1/16 1/24

    0.304 0.264 2.00 0.132 0.117 0.106 0.096 0.088 0.075 0.066 0.044

    0.334 0.290 2.20 0.160 0.142 0.128 0.116 0.106 0.091 0.080 0.053

    0.364 0.317 2.40 0.190 0.169 0.152 0.138 0.127 0.109 0.095 0.063

    0.395 0.343 2.60 0.223 0.198 0.178 0.162 0.149 0.127 0.112 0.074

    0.425 0.370 2.80 0.259 0.230 0.207 0.188 0.172 0.148 0.129 0.086

    0.455 0.396 3.00 0.297 0.264 0.238 0.216 0.198 0.170 0.149 0.099

    0.486 0.422 3.20 0.338 0.300 0.270 0.246 0.225 0.193 0.169 0.113

    0.516 0.449 3.40 0.381 0.339 0.305 0.277 0.254 0.218 0.191 0.127

    0.546 0.475 3.60 0.428 0.380 0.342 0.311 0.285 0.244 0.214 0.143

    0.577 0.502 3.80 0.477 0.424 0.381 0.347 0.318 0.272 0.238 0.159

    0.607 0.528 4.00 0.528 0.469 0.422 0.384 0.352 0.302 0.264 0.176

    0.638 0.554 4.20 0.582 0.517 0.466 0.423 0.388 0.333 0.291 0.194

    0.668 0.581 4.40 0.639 0.568 0.511 0.465 0.426 0.365 0.319 0.213

    0.698 0.607 4.60 0.698 0.621 0.559 0.508 0.466 0.399 0.349 0.233

    0.729 0.634 4.80 0.760 0.676 0.608 0.553 0.507 0.434 0.380 0.253

    0.759 0.660 5.00 0.825 0.733 0.660 0.600 0.550 0.471 0.413 0.275

    0.789 0.686 5.20 0.892 0.793 0.714 0.649 0.595 0.510 0.446 0.297

    0.820 0.713 5.40 0.962 0.855 0.770 0.700 0.642 0.550 0.481 0.321

    0.850 0.739 5.60 1.035 0.920 0.828 0.753 0.690 0.591 0.517 0.345

    0.880 0.766 5.80 1.110 0.987 0.888 0.807 0.740 0.634 0.555 0.370

    0.911 0.792 6.00 1.188 1.056 0.950 0.864 0.792 0.679 0.594 0.396

    0.941 0.818 6.20 1.269 1.128 1.015 0.923 0.846 0.725 0.634 0.423

    0.972 0.845 6.40 1.352 1.201 1.081 0.983 0.901 0.772 0.676 0.451

    1.002 0.871 6.60 1.437 1.278 1.150 1.045 0.958 0.821 0.719 0.479

    1.032 0.898 6.80 1.526 1.356 1.221 1.110 1.017 0.872 0.763 0.509

    1.063 0.924 7.00 1.617 1.437 1.294 1.176 1.078 0.924 0.809 0.539

    B.- VIVIENDAS

    Sobrecarga 0.200 Tn/m2Wu = 0.360 Tn/m2 Tn/m2 "e a#ba$#era)

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    Alig.10

    Pgina 10

    Vu LUZ Mu

    V1 V2 (L) 1/8 1/9 1/10 1/11 1/12 1/14 1/16 1/24

    0.414 0.360 2.00 0.180 0.160 0.144 0.131 0.120 0.103 0.090 0.060

    0.455 0.396 2.20 0.218 0.194 0.174 0.158 0.145 0.124 0.109 0.073

    0.497 0.432 2.40 0.259 0.230 0.207 0.189 0.173 0.148 0.130 0.086

    0.538 0.468 2.60 0.304 0.270 0.243 0.221 0.203 0.174 0.152 0.1010.580 0.504 2.80 0.353 0.314 0.282 0.257 0.235 0.202 0.176 0.118

    0.621 0.540 3.00 0.405 0.360 0.324 0.295 0.270 0.231 0.203 0.135

    0.662 0.576 3.20 0.461 0.410 0.369 0.335 0.307 0.263 0.230 0.154

    0.704 0.612 3.40 0.520 0.462 0.416 0.378 0.347 0.297 0.260 0.173

    0.745 0.648 3.60 0.583 0.518 0.467 0.424 0.389 0.333 0.292 0.194

    0.787 0.684 3.80 0.650 0.578 0.520 0.473 0.433 0.371 0.325 0.217

    0.828 0.720 4.00 0.720 0.640 0.576 0.524 0.480 0.411 0.360 0.240

    0.869 0.756 4.20 0.794 0.706 0.635 0.577 0.529 0.454 0.397 0.265

    0.911 0.792 4.40 0.871 0.774 0.697 0.634 0.581 0.498 0.436 0.290

    0.952 0.828 4.60 0.952 0.846 0.762 0.693 0.635 0.544 0.476 0.317

    0.994 0.864 4.80 1.037 0.922 0.829 0.754 0.691 0.592 0.518 0.3461.035 0.900 5.00 1.125 1.000 0.900 0.818 0.750 0.643 0.563 0.375

    1.076 0.936 5.20 1.217 1.082 0.973 0.885 0.811 0.695 0.608 0.406

    1.118 0.972 5.40 1.312 1.166 1.050 0.954 0.875 0.750 0.656 0.437

    1.159 1.008 5.60 1.411 1.254 1.129 1.026 0.941 0.806 0.706 0.470

    1.201 1.044 5.80 1.514 1.346 1.211 1.101 1.009 0.865 0.757 0.505

    1.242 1.080 6.00 1.620 1.440 1.296 1.178 1.080 0.926 0.810 0.540

    1.283 1.116 6.20 1.730 1.538 1.384 1.258 1.153 0.988 0.865 0.577

    1.325 1.152 6.40 1.843 1.638 1.475 1.341 1.229 1.053 0.922 0.614

    1.366 1.188 6.60 1.960 1.742 1.568 1.426 1.307 1.120 0.980 0.653

    1.408 1.224 6.80 2.081 1.850 1.665 1.513 1.387 1.189 1.040 0.694

    1.449 1.260 7.00 2.205 1.960 1.764 1.604 1.470 1.260 1.103 0.735

    C.- VARIOS

    Sobrecarga 0.300 Tn/m2

    Wu = 0.372 Tn/m2 1 Tn/m2 "e a#ba$#era)

    Vu LUZ Mu

    V1 V2 (L) 1/8 1/9 1/10 1/11 1/12 1/14 1/16 1/24

    0.428 0.372 2.00 0.186 0.165 0.149 0.135 0.124 0.106 0.093 0.062

    0.471 0.409 2.20 0.225 0.200 0.180 0.164 0.150 0.129 0.113 0.075

    0.513 0.446 2.40 0.268 0.238 0.214 0.195 0.179 0.153 0.134 0.089

    0.556 0.484 2.60 0.314 0.279 0.251 0.229 0.210 0.180 0.157 0.105

    0.599 0.521 2.80 0.365 0.324 0.292 0.265 0.243 0.208 0.182 0.122

    0.642 0.558 3.00 0.419 0.372 0.335 0.304 0.279 0.239 0.209 0.140

    0.684 0.595 3.20 0.476 0.423 0.381 0.346 0.317 0.272 0.238 0.159

    0.727 0.632 3.40 0.538 0.478 0.430 0.391 0.358 0.307 0.269 0.179

    0.770 0.670 3.60 0.603 0.536 0.482 0.438 0.402 0.344 0.301 0.201

    0.813 0.707 3.80 0.671 0.597 0.537 0.488 0.448 0.384 0.336 0.224

    0.856 0.744 4.00 0.744 0.661 0.595 0.541 0.496 0.425 0.372 0.248

    0.898 0.781 4.20 0.820 0.729 0.656 0.597 0.547 0.469 0.410 0.273

    0.941 0.818 4.40 0.900 0.800 0.720 0.655 0.600 0.514 0.450 0.300

    0.984 0.856 4.60 0.984 0.875 0.787 0.716 0.656 0.562 0.492 0.328

    1.027 0.893 4.80 1.071 0.952 0.857 0.779 0.714 0.612 0.536 0.357

    1.070 0.930 5.00 1.163 1.033 0.930 0.845 0.775 0.664 0.581 0.388

    1.112 0.967 5.20 1.257 1.118 1.006 0.914 0.838 0.718 0.629 0.419

    1.155 1.004 5.40 1.356 1.205 1.085 0.986 0.904 0.775 0.678 0.452

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    Alig.10

    Pgina 11

    1.198 1.042 5.60 1.458 1.296 1.167 1.061 0.972 0.833 0.729 0.486

    1.241 1.079 5.80 1.564 1.390 1.251 1.138 1.043 0.894 0.782 0.521

    1.283 1.116 6.00 1.674 1.488 1.339 1.217 1.116 0.957 0.837 0.558

    1.326 1.153 6.20 1.787 1.589 1.430 1.300 1.192 1.021 0.894 0.596

    1.369 1.190 6.40 1.905 1.693 1.524 1.385 1.270 1.088 0.952 0.635

    1.412 1.228 6.60 2.026 1.800 1.620 1.473 1.350 1.157 1.013 0.6751.455 1.265 6.80 2.150 1.911 1.720 1.564 1.433 1.229 1.075 0.717

    1.497 1.302 7.00 2.279 2.025 1.823 1.657 1.519 1.302 1.139 0.760

    D.- VARIOS

    Sobrecarga 0.400 Tn/m2

    Wu = 0.444 Tn/m2 1 Tn/m2 "e a#ba$#era)

    Vu LUZ Mu

    V1 V2 (L) 1/8 1/9 1/10 1/11 1/12 1/14 1/16 1/24

    0.511 0.444 2.00 0.222 0.197 0.178 0.161 0.148 0.127 0.111 0.074

    0.562 0.488 2.20 0.269 0.239 0.215 0.195 0.179 0.153 0.134 0.090

    0.613 0.533 2.40 0.320 0.284 0.256 0.232 0.213 0.183 0.160 0.107

    0.664 0.577 2.60 0.375 0.333 0.300 0.273 0.250 0.214 0.188 0.125

    0.715 0.622 2.80 0.435 0.387 0.348 0.316 0.290 0.249 0.218 0.145

    0.766 0.666 3.00 0.500 0.444 0.400 0.363 0.333 0.285 0.250 0.167

    0.817 0.710 3.20 0.568 0.505 0.455 0.413 0.379 0.325 0.284 0.189

    0.868 0.755 3.40 0.642 0.570 0.513 0.467 0.428 0.367 0.321 0.214

    0.919 0.799 3.60 0.719 0.639 0.575 0.523 0.480 0.411 0.360 0.240

    0.970 0.844 3.80 0.801 0.712 0.641 0.583 0.534 0.458 0.401 0.267

    1.021 0.888 4.00 0.888 0.789 0.710 0.646 0.592 0.507 0.444 0.296

    1.072 0.932 4.20 0.979 0.870 0.783 0.712 0.653 0.559 0.490 0.326

    1.123 0.977 4.40 1.074 0.955 0.860 0.781 0.716 0.614 0.537 0.358

    1.174 1.021 4.60 1.174 1.044 0.940 0.854 0.783 0.671 0.587 0.391

    1.225 1.066 4.80 1.279 1.137 1.023 0.930 0.852 0.731 0.639 0.426

    1.277 1.110 5.00 1.388 1.233 1.110 1.009 0.925 0.793 0.694 0.463

    1.328 1.154 5.20 1.501 1.334 1.201 1.091 1.000 0.858 0.750 0.500

    1.379 1.199 5.40 1.618 1.439 1.295 1.177 1.079 0.925 0.809 0.539

    1.430 1.243 5.60 1.740 1.547 1.392 1.266 1.160 0.995 0.870 0.580

    1.481 1.288 5.80 1.867 1.660 1.494 1.358 1.245 1.067 0.934 0.622

    1.532 1.332 6.00 1.998 1.776 1.598 1.453 1.332 1.142 0.999 0.666

    1.583 1.376 6.20 2.133 1.896 1.707 1.552 1.422 1.219 1.067 0.711

    1.634 1.421 6.40 2.273 2.021 1.819 1.653 1.516 1.299 1.137 0.758

    1.685 1.465 6.60 2.418 2.149 1.934 1.758 1.612 1.381 1.209 0.806

    1.736 1.510 6.80 2.566 2.281 2.053 1.866 1.711 1.466 1.283 0.855

    1.787 1.554 7.00 2.720 2.417 2.176 1.978 1.813 1.554 1.360 0.907

    E.- VARIOS

    Sobrecarga 0.500

    Wu = 0.516 Tn/m2 1 Tn/m2 "e a#ba$#era)

    Vu LUZ Mu

    V1 V2 (L) 1/8 1/9 1/10 1/11 1/12 1/14 1/16 1/24

    0.593 0.516 2.00 0.258 0.229 0.206 0.188 0.172 0.147 0.129 0.086

    0.653 0.568 2.20 0.312 0.277 0.250 0.227 0.208 0.178 0.156 0.104

    0.712 0.619 2.40 0.372 0.330 0.297 0.270 0.248 0.212 0.186 0.124

    0.771 0.671 2.60 0.436 0.388 0.349 0.317 0.291 0.249 0.218 0.145

    0.831 0.722 2.80 0.506 0.449 0.405 0.368 0.337 0.289 0.253 0.1690.890 0.774 3.00 0.581 0.516 0.464 0.422 0.387 0.332 0.290 0.194

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    Alig.10

    Pgina 12

    0.949 0.826 3.20 0.660 0.587 0.528 0.480 0.440 0.377 0.330 0.220

    1.009 0.877 3.40 0.746 0.663 0.596 0.542 0.497 0.426 0.373 0.249

    1.068 0.929 3.60 0.836 0.743 0.669 0.608 0.557 0.478 0.418 0.279

    1.127 0.980 3.80 0.931 0.828 0.745 0.677 0.621 0.532 0.466 0.310

    1.187 1.032 4.00 1.032 0.917 0.826 0.751 0.688 0.590 0.516 0.344

    1.246 1.084 4.20 1.138 1.011 0.910 0.827 0.759 0.650 0.569 0.3791.305 1.135 4.40 1.249 1.110 0.999 0.908 0.832 0.714 0.624 0.416

    1.365 1.187 4.60 1.365 1.213 1.092 0.993 0.910 0.780 0.682 0.455

    1.424 1.238 4.80 1.486 1.321 1.189 1.081 0.991 0.849 0.743 0.495

    1.484 1.290 5.00 1.613 1.433 1.290 1.173 1.075 0.921 0.806 0.538

    1.543 1.342 5.20 1.744 1.550 1.395 1.268 1.163 0.997 0.872 0.581

    1.602 1.393 5.40 1.881 1.672 1.505 1.368 1.254 1.075 0.940 0.627

    1.662 1.445 5.60 2.023 1.798 1.618 1.471 1.348 1.156 1.011 0.674

    1.721 1.496 5.80 2.170 1.929 1.736 1.578 1.447 1.240 1.085 0.723

    1.780 1.548 6.00 2.322 2.064 1.858 1.689 1.548 1.327 1.161 0.774

    1.840 1.600 6.20 2.479 2.204 1.984 1.803 1.653 1.417 1.240 0.826

    1.899 1.651 6.40 2.642 2.348 2.114 1.921 1.761 1.510 1.321 0.8811.958 1.703 6.60 2.810 2.497 2.248 2.043 1.873 1.605 1.405 0.937

    2.018 1.754 6.80 2.982 2.651 2.386 2.169 1.988 1.704 1.491 0.994

    2.077 1.806 7.00 3.161 2.809 2.528 2.299 2.107 1.806 1.580 1.054

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    Alig.10

    Pgina 1!

    No&a.' uan"o #aco#umna *1 *2e ,reen&an a-u#!gn'ca ue e

    nece&a enance,or cor&e e&eror on&erormen&e

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    Alig.10

    Pgina 1&

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    Alig.10

    Pgina 15

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    Alig.10

    Pgina 1'

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    Alig.1(

    Pgina 1(

    MOM.RESIST. - f'c = 175 kg/cm2

    ALIGERADOS DE 17 cms.Fierro As M+ M-

    1(3/8) 0.713 0.397 0.377

    1(1/2) 1.267 0.697 0.632

    2(3/8) 1.425 0.781 0.699

    3/8+1/2 1.979 1.070 0.913

    1(5/8) 1.979 1.070 0.913

    2(1/2) 2.534 1.351 1.093

    1/2+5/8 3.246 1.700 1.277

    2(5/8) 3.959 2.035 1.406

    Vu LUZ Mu

    V1 V2 (L) 1/8 1/9 1/10 1/11 1/12 1/14 1/16 1/24

    V2 = Wu x L/2 Mu = C x Wu x L2

    Peso roio = 0.2( "n/#2

    Piso + a$a%. = 0.10 "n/#2

    A.- AZOTEAS

    Sobrecarga 0.150

    Wu = 0.330 Tn/m2 1 Tn/m2 "e a#ba$#era)

    Vu LUZ Mu

    V1 V2 (L) 1/8 1/9 1/10 1/11 1/12 1/14 1/16 1/24

    0.380 0.330 2.00 0.165 0.147 0.132 0.120 0.110 0.094 0.083 0.055

    0.417 0.363 2.20 0.200 0.177 0.160 0.145 0.133 0.114 0.100 0.067

    0.455 0.396 2.40 0.238 0.211 0.190 0.173 0.158 0.136 0.119 0.079

    0.493 0.429 2.60 0.279 0.248 0.223 0.203 0.186 0.159 0.139 0.093

    0.531 0.462 2.80 0.323 0.287 0.259 0.235 0.216 0.185 0.162 0.108

    0.569 0.495 3.00 0.371 0.330 0.297 0.270 0.248 0.212 0.186 0.124

    0.607 0.528 3.20 0.422 0.375 0.338 0.307 0.282 0.241 0.211 0.141

    0.645 0.561 3.40 0.477 0.424 0.381 0.347 0.318 0.272 0.238 0.159

    0.683 0.594 3.60 0.535 0.475 0.428 0.389 0.356 0.305 0.267 0.178

    0.721 0.627 3.80 0.596 0.529 0.477 0.433 0.397 0.340 0.298 0.199

    0.759 0.660 4.00 0.660 0.587 0.528 0.480 0.440 0.377 0.330 0.220

    0.797 0.693 4.20 0.728 0.647 0.582 0.529 0.485 0.416 0.364 0.243

    0.835 0.726 4.40 0.799 0.710 0.639 0.581 0.532 0.456 0.399 0.266

    0.873 0.759 4.60 0.873 0.776 0.698 0.635 0.582 0.499 0.436 0.291

    0.911 0.792 4.80 0.950 0.845 0.760 0.691 0.634 0.543 0.475 0.317

    0.949 0.825 5.00 1.031 0.917 0.825 0.750 0.688 0.589 0.516 0.344

    0.987 0.858 5.20 1.115 0.991 0.892 0.811 0.744 0.637 0.558 0.372

    1.025 0.891 5.40 1.203 1.069 0.962 0.875 0.802 0.687 0.601 0.401

    1.063 0.924 5.60 1.294 1.150 1.035 0.941 0.862 0.739 0.647 0.431

    1.101 0.957 5.80 1.388 1.233 1.110 1.009 0.925 0.793 0.694 0.463

    1.139 0.990 6.00 1.485 1.320 1.188 1.080 0.990 0.849 0.743 0.495

    1.176 1.023 6.20 1.586 1.409 1.269 1.153 1.057 0.906 0.793 0.529

    1.214 1.056 6.40 1.690 1.502 1.352 1.229 1.126 0.965 0.845 0.563

    1.252 1.089 6.60 1.797 1.597 1.437 1.307 1.198 1.027 0.898 0.599

    1.290 1.122 6.80 1.907 1.695 1.526 1.387 1.272 1.090 0.954 0.636

    1.328 1.155 7.00 2.021 1.797 1.617 1.470 1.348 1.155 1.011 0.674

    B.- VIVIENDAS

    Sobrecarga 0.200 Tn/m2Wu = 0.426 Tn/m2 Tn/m2 "e a#ba$#era)

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    Alig.1(

    Pgina 1)

    Vu LUZ Mu

    V1 V2 (L) 1/8 1/9 1/10 1/11 1/12 1/14 1/16 1/24

    0.490 0.426 2.00 0.213 0.189 0.170 0.155 0.142 0.122 0.107 0.071

    0.539 0.469 2.20 0.258 0.229 0.206 0.187 0.172 0.147 0.129 0.086

    0.588 0.511 2.40 0.307 0.273 0.245 0.223 0.204 0.175 0.153 0.102

    0.637 0.554 2.60 0.360 0.320 0.288 0.262 0.240 0.206 0.180 0.1200.686 0.596 2.80 0.417 0.371 0.334 0.304 0.278 0.239 0.209 0.139

    0.735 0.639 3.00 0.479 0.426 0.383 0.349 0.320 0.274 0.240 0.160

    0.784 0.682 3.20 0.545 0.485 0.436 0.397 0.364 0.312 0.273 0.182

    0.833 0.724 3.40 0.616 0.547 0.492 0.448 0.410 0.352 0.308 0.205

    0.882 0.767 3.60 0.690 0.613 0.552 0.502 0.460 0.394 0.345 0.230

    0.931 0.809 3.80 0.769 0.683 0.615 0.559 0.513 0.439 0.384 0.256

    0.980 0.852 4.00 0.852 0.757 0.682 0.620 0.568 0.487 0.426 0.284

    1.029 0.895 4.20 0.939 0.835 0.751 0.683 0.626 0.537 0.470 0.313

    1.078 0.937 4.40 1.031 0.916 0.825 0.750 0.687 0.589 0.515 0.344

    1.127 0.980 4.60 1.127 1.002 0.901 0.819 0.751 0.644 0.563 0.376

    1.176 1.022 4.80 1.227 1.091 0.982 0.892 0.818 0.701 0.613 0.4091.225 1.065 5.00 1.331 1.183 1.065 0.968 0.888 0.761 0.666 0.444

    1.274 1.108 5.20 1.440 1.280 1.152 1.047 0.960 0.823 0.720 0.480

    1.323 1.150 5.40 1.553 1.380 1.242 1.129 1.035 0.887 0.776 0.518

    1.372 1.193 5.60 1.670 1.484 1.336 1.214 1.113 0.954 0.835 0.557

    1.421 1.235 5.80 1.791 1.592 1.433 1.303 1.194 1.024 0.896 0.597

    1.470 1.278 6.00 1.917 1.704 1.534 1.394 1.278 1.095 0.959 0.639

    1.519 1.321 6.20 2.047 1.819 1.638 1.489 1.365 1.170 1.023 0.682

    1.568 1.363 6.40 2.181 1.939 1.745 1.586 1.454 1.246 1.091 0.727

    1.617 1.406 6.60 2.320 2.062 1.856 1.687 1.546 1.325 1.160 0.773

    1.666 1.448 6.80 2.462 2.189 1.970 1.791 1.642 1.407 1.231 0.821

    1.715 1.491 7.00 2.609 2.319 2.087 1.898 1.740 1.491 1.305 0.870

    C.- VARIOS

    Sobrecarga 0.300 Tn/m2

    Wu = 0.438 Tn/m2 1 Tn/m2 "e a#ba$#era)

    Vu LUZ Mu

    V1 V2 (L) 1/8 1/9 1/10 1/11 1/12 1/14 1/16 1/24

    0.504 0.438 2.00 0.219 0.195 0.175 0.159 0.146 0.125 0.110 0.073

    0.554 0.482 2.20 0.265 0.236 0.212 0.193 0.177 0.151 0.132 0.088

    0.604 0.526 2.40 0.315 0.280 0.252 0.229 0.210 0.180 0.158 0.105

    0.655 0.569 2.60 0.370 0.329 0.296 0.269 0.247 0.211 0.185 0.123

    0.705 0.613 2.80 0.429 0.382 0.343 0.312 0.286 0.245 0.215 0.143

    0.756 0.657 3.00 0.493 0.438 0.394 0.358 0.329 0.282 0.246 0.164

    0.806 0.701 3.20 0.561 0.498 0.449 0.408 0.374 0.320 0.280 0.187

    0.856 0.745 3.40 0.633 0.563 0.506 0.460 0.422 0.362 0.316 0.211

    0.907 0.788 3.60 0.710 0.631 0.568 0.516 0.473 0.405 0.355 0.237

    0.957 0.832 3.80 0.791 0.703 0.632 0.575 0.527 0.452 0.395 0.264

    1.007 0.876 4.00 0.876 0.779 0.701 0.637 0.584 0.501 0.438 0.292

    1.058 0.920 4.20 0.966 0.858 0.773 0.702 0.644 0.552 0.483 0.322

    1.108 0.964 4.40 1.060 0.942 0.848 0.771 0.707 0.606 0.530 0.353

    1.159 1.007 4.60 1.159 1.030 0.927 0.843 0.772 0.662 0.579 0.386

    1.209 1.051 4.80 1.261 1.121 1.009 0.917 0.841 0.721 0.631 0.420

    1.259 1.095 5.00 1.369 1.217 1.095 0.995 0.913 0.782 0.684 0.456

    1.310 1.139 5.20 1.480 1.316 1.184 1.077 0.987 0.846 0.740 0.493

    1.360 1.183 5.40 1.597 1.419 1.277 1.161 1.064 0.912 0.798 0.532

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    Alig.1(

    Pgina 1*

    1.410 1.226 5.60 1.717 1.526 1.374 1.249 1.145 0.981 0.858 0.572

    1.461 1.270 5.80 1.842 1.637 1.473 1.339 1.228 1.052 0.921 0.614

    1.511 1.314 6.00 1.971 1.752 1.577 1.433 1.314 1.126 0.986 0.657

    1.561 1.358 6.20 2.105 1.871 1.684 1.531 1.403 1.203 1.052 0.702

    1.612 1.402 6.40 2.243 1.993 1.794 1.631 1.495 1.281 1.121 0.748

    1.662 1.445 6.60 2.385 2.120 1.908 1.734 1.590 1.363 1.192 0.7951.713 1.489 6.80 2.532 2.250 2.025 1.841 1.688 1.447 1.266 0.844

    1.763 1.533 7.00 2.683 2.385 2.146 1.951 1.789 1.533 1.341 0.894

    D.- VARIOS

    Sobrecarga 0.400 Tn/m2

    Wu = 0.510 Tn/m2 1 Tn/m2 "e a#ba$#era)

    Vu LUZ Mu

    V1 V2 (L) 1/8 1/9 1/10 1/11 1/12 1/14 1/16 1/24

    0.587 0.510 2.00 0.255 0.227 0.204 0.185 0.170 0.146 0.128 0.085

    0.645 0.561 2.20 0.309 0.274 0.247 0.224 0.206 0.176 0.154 0.103

    0.704 0.612 2.40 0.367 0.326 0.294 0.267 0.245 0.210 0.184 0.122

    0.762 0.663 2.60 0.431 0.383 0.345 0.313 0.287 0.246 0.215 0.144

    0.821 0.714 2.80 0.500 0.444 0.400 0.363 0.333 0.286 0.250 0.167

    0.880 0.765 3.00 0.574 0.510 0.459 0.417 0.383 0.328 0.287 0.191

    0.938 0.816 3.20 0.653 0.580 0.522 0.475 0.435 0.373 0.326 0.218

    0.997 0.867 3.40 0.737 0.655 0.590 0.536 0.491 0.421 0.368 0.246

    1.056 0.918 3.60 0.826 0.734 0.661 0.601 0.551 0.472 0.413 0.275

    1.114 0.969 3.80 0.921 0.818 0.736 0.669 0.614 0.526 0.460 0.307

    1.173 1.020 4.00 1.020 0.907 0.816 0.742 0.680 0.583 0.510 0.340

    1.232 1.071 4.20 1.125 1.000 0.900 0.818 0.750 0.643 0.562 0.375

    1.290 1.122 4.40 1.234 1.097 0.987 0.898 0.823 0.705 0.617 0.411

    1.349 1.173 4.60 1.349 1.199 1.079 0.981 0.899 0.771 0.674 0.450

    1.408 1.224 4.80 1.469 1.306 1.175 1.068 0.979 0.839 0.734 0.490

    1.466 1.275 5.00 1.594 1.417 1.275 1.159 1.063 0.911 0.797 0.531

    1.525 1.326 5.20 1.724 1.532 1.379 1.254 1.149 0.985 0.862 0.575

    1.584 1.377 5.40 1.859 1.652 1.487 1.352 1.239 1.062 0.929 0.620

    1.642 1.428 5.60 1.999 1.777 1.599 1.454 1.333 1.142 1.000 0.666

    1.701 1.479 5.80 2.145 1.906 1.716 1.560 1.430 1.225 1.072 0.715

    1.760 1.530 6.00 2.295 2.040 1.836 1.669 1.530 1.311 1.148 0.765

    1.818 1.581 6.20 2.451 2.178 1.960 1.782 1.634 1.400 1.225 0.817

    1.877 1.632 6.40 2.611 2.321 2.089 1.899 1.741 1.492 1.306 0.870

    1.935 1.683 6.60 2.777 2.468 2.222 2.020 1.851 1.587 1.388 0.926

    1.994 1.734 6.80 2.948 2.620 2.358 2.144 1.965 1.684 1.474 0.983

    2.053 1.785 7.00 3.124 2.777 2.499 2.272 2.083 1.785 1.562 1.041

    E.- VARIOS

    Sobrecarga 0.500 Tn/m2

    Wu = 0.582 Tn/m2 1 Tn/m2 "e a#ba$#era)

    Vu LUZ Mu

    V1 V2 (L) 1/8 1/9 1/10 1/11 1/12 1/14 1/16 1/24

    0.669 0.582 2.00 0.291 0.259 0.233 0.212 0.194 0.166 0.146 0.097

    0.736 0.640 2.20 0.352 0.313 0.282 0.256 0.235 0.201 0.176 0.117

    0.803 0.698 2.40 0.419 0.372 0.335 0.305 0.279 0.239 0.210 0.140

    0.870 0.757 2.60 0.492 0.437 0.393 0.358 0.328 0.281 0.246 0.164

    0.937 0.815 2.80 0.570 0.507 0.456 0.415 0.380 0.326 0.285 0.1901.004 0.873 3.00 0.655 0.582 0.524 0.476 0.437 0.374 0.327 0.218

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    Alig.1(

    Pgina 20

    1.071 0.931 3.20 0.745 0.662 0.596 0.542 0.497 0.426 0.372 0.248

    1.138 0.989 3.40 0.841 0.748 0.673 0.612 0.561 0.481 0.420 0.280

    1.205 1.048 3.60 0.943 0.838 0.754 0.686 0.629 0.539 0.471 0.314

    1.272 1.106 3.80 1.051 0.934 0.840 0.764 0.700 0.600 0.525 0.350

    1.339 1.164 4.00 1.164 1.035 0.931 0.847 0.776 0.665 0.582 0.388

    1.406 1.222 4.20 1.283 1.141 1.027 0.933 0.856 0.733 0.642 0.4281.472 1.280 4.40 1.408 1.252 1.127 1.024 0.939 0.805 0.704 0.469

    1.539 1.339 4.60 1.539 1.368 1.232 1.120 1.026 0.880 0.770 0.513

    1.606 1.397 4.80 1.676 1.490 1.341 1.219 1.117 0.958 0.838 0.559

    1.673 1.455 5.00 1.819 1.617 1.455 1.323 1.213 1.039 0.909 0.606

    1.740 1.513 5.20 1.967 1.749 1.574 1.431 1.311 1.124 0.984 0.656

    1.807 1.571 5.40 2.121 1.886 1.697 1.543 1.414 1.212 1.061 0.707

    1.874 1.630 5.60 2.281 2.028 1.825 1.659 1.521 1.304 1.141 0.760

    1.941 1.688 5.80 2.447 2.175 1.958 1.780 1.632 1.398 1.224 0.816

    2.008 1.746 6.00 2.619 2.328 2.095 1.905 1.746 1.497 1.310 0.873

    2.075 1.804 6.20 2.797 2.486 2.237 2.034 1.864 1.598 1.398 0.932

    2.142 1.862 6.40 2.980 2.649 2.384 2.167 1.987 1.703 1.490 0.9932.209 1.921 6.60 3.169 2.817 2.535 2.305 2.113 1.811 1.584 1.056

    2.276 1.979 6.80 3.364 2.990 2.691 2.447 2.243 1.922 1.682 1.121

    2.343 2.037 7.00 3.565 3.169 2.852 2.593 2.377 2.037 1.782 1.188

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    Alig.1(

    Pgina 21

    No&a.' uan"o #aco#umna *1 *2e ,reen&an a-u#!gn'ca ue e

    nece&a enance,or cor&e e&eror on&erormen&e

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    Alig.1(

    Pgina 22

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    Alig.1(

    Pgina 2!

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    Alig.1(

    Pgina 2&

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    Alig.25

    Pgina 25

    MOM.RESIST. - f'c = 175 kg/cm2

    ALIGERADOS DE 25 cms.Fierro As M+ M-

    1(3/8) 0.713 0.613 0.593

    1(1/2) 1.267 1.081 1.016

    2(3/8) 1.425 1.213 1.131

    3/8+1/2 1.979 1.670 1.512

    1(5/8) 1.979 1.670 1.512

    2(1/2) 2.534 2.118 1.860

    1/2+5/8 3.246 2.683 2.260

    2(5/8) 3.959 3.234 2.605

    Vu LUZ Mu

    V1 V2 (L) 1/8 1/9 1/10 1/11 1/12 1/14 1/16 1/24

    V2 = Wu x L/2 Mu = C x Wu x L2

    Peso roio = 0.!5 "n/#2

    Piso + a$a%. = 0.10 "n/#2

    A.- AZOTEAS

    Sobrecarga 0.150

    Wu = 0.378 Tn/m2 1 Tn/m2 "e a#ba$#era)

    Vu LUZ Mu

    V1 V2 (L) 1/8 1/9 1/10 1/11 1/12 1/14 1/16 1/24

    0.435 0.378 2.00 0.189 0.168 0.151 0.137 0.126 0.108 0.095 0.063

    0.478 0.416 2.20 0.229 0.203 0.183 0.166 0.152 0.131 0.114 0.076

    0.522 0.454 2.40 0.272 0.242 0.218 0.198 0.181 0.156 0.136 0.091

    0.565 0.491 2.60 0.319 0.284 0.256 0.232 0.213 0.183 0.160 0.106

    0.609 0.529 2.80 0.370 0.329 0.296 0.269 0.247 0.212 0.185 0.123

    0.652 0.567 3.00 0.425 0.378 0.340 0.309 0.284 0.243 0.213 0.142

    0.696 0.605 3.20 0.484 0.430 0.387 0.352 0.323 0.276 0.242 0.161

    0.739 0.643 3.40 0.546 0.486 0.437 0.397 0.364 0.312 0.273 0.182

    0.782 0.680 3.60 0.612 0.544 0.490 0.445 0.408 0.350 0.306 0.204

    0.826 0.718 3.80 0.682 0.606 0.546 0.496 0.455 0.390 0.341 0.227

    0.869 0.756 4.00 0.756 0.672 0.605 0.550 0.504 0.432 0.378 0.252

    0.913 0.794 4.20 0.833 0.741 0.667 0.606 0.556 0.476 0.417 0.278

    0.956 0.832 4.40 0.915 0.813 0.732 0.665 0.610 0.523 0.457 0.305

    1.000 0.869 4.60 1.000 0.889 0.800 0.727 0.667 0.571 0.500 0.333

    1.043 0.907 4.80 1.089 0.968 0.871 0.792 0.726 0.622 0.544 0.363

    1.087 0.945 5.00 1.181 1.050 0.945 0.859 0.788 0.675 0.591 0.394

    1.130 0.983 5.20 1.278 1.136 1.022 0.929 0.852 0.730 0.639 0.426

    1.174 1.021 5.40 1.378 1.225 1.102 1.002 0.919 0.787 0.689 0.459

    1.217 1.058 5.60 1.482 1.317 1.185 1.078 0.988 0.847 0.741 0.494

    1.261 1.096 5.80 1.589 1.413 1.272 1.156 1.060 0.908 0.795 0.530

    1.304 1.134 6.00 1.701 1.512 1.361 1.237 1.134 0.972 0.851 0.567

    1.348 1.172 6.20 1.816 1.614 1.453 1.321 1.211 1.038 0.908 0.605

    1.391 1.210 6.40 1.935 1.720 1.548 1.408 1.290 1.106 0.968 0.645

    1.435 1.247 6.60 2.058 1.830 1.647 1.497 1.372 1.176 1.029 0.686

    1.478 1.285 6.80 2.185 1.942 1.748 1.589 1.457 1.248 1.092 0.728

    1.521 1.323 7.00 2.315 2.058 1.852 1.684 1.544 1.323 1.158 0.772

    B.- VIVIENDAS

    Sobrecarga 0.200 Tn/m2Wu = 0.474 Tn/m2 Tn/m2 "e a#ba$#era)

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    Alig.25

    Pgina 2'

    Vu LUZ Mu

    V1 V2 (L) 1/8 1/9 1/10 1/11 1/12 1/14 1/16 1/24

    0.545 0.474 2.00 0.237 0.211 0.190 0.172 0.158 0.135 0.119 0.079

    0.600 0.521 2.20 0.287 0.255 0.229 0.209 0.191 0.164 0.143 0.096

    0.654 0.569 2.40 0.341 0.303 0.273 0.248 0.228 0.195 0.171 0.114

    0.709 0.616 2.60 0.401 0.356 0.320 0.291 0.267 0.229 0.200 0.1340.763 0.664 2.80 0.465 0.413 0.372 0.338 0.310 0.265 0.232 0.155

    0.818 0.711 3.00 0.533 0.474 0.427 0.388 0.356 0.305 0.267 0.178

    0.872 0.758 3.20 0.607 0.539 0.485 0.441 0.404 0.347 0.303 0.202

    0.927 0.806 3.40 0.685 0.609 0.548 0.498 0.457 0.391 0.342 0.228

    0.981 0.853 3.60 0.768 0.683 0.614 0.558 0.512 0.439 0.384 0.256

    1.036 0.901 3.80 0.856 0.761 0.684 0.622 0.570 0.489 0.428 0.285

    1.090 0.948 4.00 0.948 0.843 0.758 0.689 0.632 0.542 0.474 0.316

    1.145 0.995 4.20 1.045 0.929 0.836 0.760 0.697 0.597 0.523 0.348

    1.199 1.043 4.40 1.147 1.020 0.918 0.834 0.765 0.655 0.574 0.382

    1.254 1.090 4.60 1.254 1.114 1.003 0.912 0.836 0.716 0.627 0.418

    1.308 1.138 4.80 1.365 1.213 1.092 0.993 0.910 0.780 0.683 0.4551.363 1.185 5.00 1.481 1.317 1.185 1.077 0.988 0.846 0.741 0.494

    1.417 1.232 5.20 1.602 1.424 1.282 1.165 1.068 0.915 0.801 0.534

    1.472 1.280 5.40 1.728 1.536 1.382 1.257 1.152 0.987 0.864 0.576

    1.526 1.327 5.60 1.858 1.652 1.486 1.351 1.239 1.062 0.929 0.619

    1.581 1.375 5.80 1.993 1.772 1.595 1.450 1.329 1.139 0.997 0.664

    1.635 1.422 6.00 2.133 1.896 1.706 1.551 1.422 1.219 1.067 0.711

    1.690 1.469 6.20 2.278 2.025 1.822 1.656 1.518 1.301 1.139 0.759

    1.744 1.517 6.40 2.427 2.157 1.942 1.765 1.618 1.387 1.213 0.809

    1.799 1.564 6.60 2.581 2.294 2.065 1.877 1.721 1.475 1.290 0.860

    1.853 1.612 6.80 2.740 2.435 2.192 1.993 1.826 1.566 1.370 0.913

    1.908 1.659 7.00 2.903 2.581 2.323 2.111 1.936 1.659 1.452 0.968

    C.- VARIOS

    Sobrecarga 0.300 Tn/m2

    Wu = 0.486 Tn/m2 1 Tn/m2 "e a#ba$#era)

    Vu LUZ Mu

    V1 V2 (L) 1/8 1/9 1/10 1/11 1/12 1/14 1/16 1/24

    0.559 0.486 2.00 0.243 0.216 0.194 0.177 0.162 0.139 0.122 0.081

    0.615 0.535 2.20 0.294 0.261 0.235 0.214 0.196 0.168 0.147 0.098

    0.671 0.583 2.40 0.350 0.311 0.280 0.254 0.233 0.200 0.175 0.117

    0.727 0.632 2.60 0.411 0.365 0.329 0.299 0.274 0.235 0.205 0.137

    0.782 0.680 2.80 0.476 0.423 0.381 0.346 0.318 0.272 0.238 0.159

    0.838 0.729 3.00 0.547 0.486 0.437 0.398 0.365 0.312 0.273 0.182

    0.894 0.778 3.20 0.622 0.553 0.498 0.452 0.415 0.355 0.311 0.207

    0.950 0.826 3.40 0.702 0.624 0.562 0.511 0.468 0.401 0.351 0.234

    1.006 0.875 3.60 0.787 0.700 0.630 0.573 0.525 0.450 0.394 0.262

    1.062 0.923 3.80 0.877 0.780 0.702 0.638 0.585 0.501 0.439 0.292

    1.118 0.972 4.00 0.972 0.864 0.778 0.707 0.648 0.555 0.486 0.324

    1.174 1.021 4.20 1.072 0.953 0.857 0.779 0.714 0.612 0.536 0.357

    1.230 1.069 4.40 1.176 1.045 0.941 0.855 0.784 0.672 0.588 0.392

    1.285 1.118 4.60 1.285 1.143 1.028 0.935 0.857 0.735 0.643 0.428

    1.341 1.166 4.80 1.400 1.244 1.120 1.018 0.933 0.800 0.700 0.467

    1.397 1.215 5.00 1.519 1.350 1.215 1.105 1.013 0.868 0.759 0.506

    1.453 1.264 5.20 1.643 1.460 1.314 1.195 1.095 0.939 0.821 0.548

    1.509 1.312 5.40 1.771 1.575 1.417 1.288 1.181 1.012 0.886 0.590

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    Alig.25

    Pgina 2(

    1.565 1.361 5.60 1.905 1.693 1.524 1.386 1.270 1.089 0.953 0.635

    1.621 1.409 5.80 2.044 1.817 1.635 1.486 1.362 1.168 1.022 0.681

    1.677 1.458 6.00 2.187 1.944 1.750 1.591 1.458 1.250 1.094 0.729

    1.733 1.507 6.20 2.335 2.076 1.868 1.698 1.557 1.334 1.168 0.778

    1.788 1.555 6.40 2.488 2.212 1.991 1.810 1.659 1.422 1.244 0.829

    1.844 1.604 6.60 2.646 2.352 2.117 1.925 1.764 1.512 1.323 0.8821.900 1.652 6.80 2.809 2.497 2.247 2.043 1.873 1.605 1.405 0.936

    1.956 1.701 7.00 2.977 2.646 2.381 2.165 1.985 1.701 1.488 0.992

    D.- VARIOS

    Sobrecarga 0.400 Tn/m2

    Wu = 0.558 Tn/m2 1 Tn/m2 "e a#ba$#era)

    Vu LUZ Mu

    V1 V2 (L) 1/8 1/9 1/10 1/11 1/12 1/14 1/16 1/24

    0.642 0.558 2.00 0.279 0.248 0.223 0.203 0.186 0.159 0.140 0.093

    0.706 0.614 2.20 0.338 0.300 0.270 0.246 0.225 0.193 0.169 0.113

    0.770 0.670 2.40 0.402 0.357 0.321 0.292 0.268 0.230 0.201 0.134

    0.834 0.725 2.60 0.472 0.419 0.377 0.343 0.314 0.269 0.236 0.157

    0.898 0.781 2.80 0.547 0.486 0.437 0.398 0.365 0.312 0.273 0.182

    0.963 0.837 3.00 0.628 0.558 0.502 0.457 0.419 0.359 0.314 0.209

    1.027 0.893 3.20 0.714 0.635 0.571 0.519 0.476 0.408 0.357 0.238

    1.091 0.949 3.40 0.806 0.717 0.645 0.586 0.538 0.461 0.403 0.269

    1.155 1.004 3.60 0.904 0.804 0.723 0.657 0.603 0.517 0.452 0.301

    1.219 1.060 3.80 1.007 0.895 0.806 0.733 0.671 0.576 0.504 0.336

    1.283 1.116 4.00 1.116 0.992 0.893 0.812 0.744 0.638 0.558 0.372

    1.348 1.172 4.20 1.230 1.094 0.984 0.895 0.820 0.703 0.615 0.410

    1.412 1.228 4.40 1.350 1.200 1.080 0.982 0.900 0.772 0.675 0.450

    1.476 1.283 4.60 1.476 1.312 1.181 1.073 0.984 0.843 0.738 0.492

    1.540 1.339 4.80 1.607 1.428 1.286 1.169 1.071 0.918 0.804 0.536

    1.604 1.395 5.00 1.744 1.550 1.395 1.268 1.163 0.996 0.872 0.581

    1.668 1.451 5.20 1.886 1.676 1.509 1.372 1.257 1.078 0.943 0.629

    1.733 1.507 5.40 2.034 1.808 1.627 1.479 1.356 1.162 1.017 0.678

    1.797 1.562 5.60 2.187 1.944 1.750 1.591 1.458 1.250 1.094 0.729

    1.861 1.618 5.80 2.346 2.086 1.877 1.706 1.564 1.341 1.173 0.782

    1.925 1.674 6.00 2.511 2.232 2.009 1.826 1.674 1.435 1.256 0.837

    1.989 1.730 6.20 2.681 2.383 2.145 1.950 1.787 1.532 1.341 0.894

    2.053 1.786 6.40 2.857 2.540 2.286 2.078 1.905 1.633 1.428 0.952

    2.118 1.841 6.60 3.038 2.701 2.431 2.210 2.026 1.736 1.519 1.013

    2.182 1.897 6.80 3.225 2.867 2.580 2.346 2.150 1.843 1.613 1.075

    2.246 1.953 7.00 3.418 3.038 2.734 2.486 2.279 1.953 1.709 1.139

    E.- VARIOS

    Sobrecarga 0.500 Tn/m2

    Wu = 0.630 Tn/m2 1 Tn/m2 "e a#ba$#era)

    Vu LUZ Mu

    V1 V2 (L) 1/8 1/9 1/10 1/11 1/12 1/14 1/16 1/24

    0.725 0.630 2.00 0.315 0.280 0.252 0.229 0.210 0.180 0.158 0.105

    0.797 0.693 2.20 0.381 0.339 0.305 0.277 0.254 0.218 0.191 0.127

    0.869 0.756 2.40 0.454 0.403 0.363 0.330 0.302 0.259 0.227 0.151

    0.942 0.819 2.60 0.532 0.473 0.426 0.387 0.355 0.304 0.266 0.177

    1.014 0.882 2.80 0.617 0.549 0.494 0.449 0.412 0.353 0.309 0.2061.087 0.945 3.00 0.709 0.630 0.567 0.515 0.473 0.405 0.354 0.236

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    Alig.25

    Pgina 2)

    1.159 1.008 3.20 0.806 0.717 0.645 0.586 0.538 0.461 0.403 0.269

    1.232 1.071 3.40 0.910 0.809 0.728 0.662 0.607 0.520 0.455 0.303

    1.304 1.134 3.60 1.021 0.907 0.816 0.742 0.680 0.583 0.510 0.340

    1.377 1.197 3.80 1.137 1.011 0.910 0.827 0.758 0.650 0.569 0.379

    1.449 1.260 4.00 1.260 1.120 1.008 0.916 0.840 0.720 0.630 0.420

    1.521 1.323 4.20 1.389 1.235 1.111 1.010 0.926 0.794 0.695 0.4631.594 1.386 4.40 1.525 1.355 1.220 1.109 1.016 0.871 0.762 0.508

    1.666 1.449 4.60 1.666 1.481 1.333 1.212 1.111 0.952 0.833 0.555

    1.739 1.512 4.80 1.814 1.613 1.452 1.320 1.210 1.037 0.907 0.605

    1.811 1.575 5.00 1.969 1.750 1.575 1.432 1.313 1.125 0.984 0.656

    1.884 1.638 5.20 2.129 1.893 1.704 1.549 1.420 1.217 1.065 0.710

    1.956 1.701 5.40 2.296 2.041 1.837 1.670 1.531 1.312 1.148 0.765

    2.029 1.764 5.60 2.470 2.195 1.976 1.796 1.646 1.411 1.235 0.823

    2.101 1.827 5.80 2.649 2.355 2.119 1.927 1.766 1.514 1.325 0.883

    2.174 1.890 6.00 2.835 2.520 2.268 2.062 1.890 1.620 1.418 0.945

    2.246 1.953 6.20 3.027 2.691 2.422 2.202 2.018 1.730 1.514 1.009

    2.318 2.016 6.40 3.226 2.867 2.580 2.346 2.150 1.843 1.613 1.0752.391 2.079 6.60 3.430 3.049 2.744 2.495 2.287 1.960 1.715 1.143

    2.463 2.142 6.80 3.641 3.237 2.913 2.648 2.428 2.081 1.821 1.214

    2.536 2.205 7.00 3.859 3.430 3.087 2.806 2.573 2.205 1.929 1.286

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    Alig.25

    Pgina 2*

    No&a.' uan"o #aco#umna *1 *2e ,reen&an a-u#!gn'ca ue e

    nece&a enance,or cor&e e&eror on&erormen&e

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    Alig.25

    Pgina !0

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    Alig.25

    Pgina !1

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    Alig.25

    Pgina !2

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    Mo#.es.

    Pgina !!

    MOMENTOS RESISTENTES EN ALIGERADOS

    u = "(1'0!59,/c) c = 175 g/cm2

    " = '2 b(+)=40 b(')=10 = 4!200 g/cm

    , = /(b") Tn'm

    h (c.!

    10 17 20 25

    "#$%%& A' M M- M M- M M- M

    1(3/8) 0.713 0.209 0.188 0.397 0.377 0.478 0.457 0.613

    1(1/2) 1.267 0.362 0.297 0.697 0.632 0.840 0.776 1.081

    2(3/8) 1.425 0.404 0.322 0.781 0.699 0.942 0.860 1.213

    1(3/8)+1(1/2) 1.)7) 0.546 0.389 1.070 0.913 1.294 1.136 1.670

    1(5/8) 1.)7) 0.546 0.389 1.070 0.913 1.294 1.136 1.670

    2(1/2) 2.534 0.680 0.423 1.351 1.093 1.637 1.379 2.118

    1(1/2)+1(5/8) 3.246 0.841 0.418 1.700 1.277 2.066 1.644 2.6832(5/8) 3.)5) 0.987 0.358 2.035 1.406 2.482 1.853 3.234

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    Mo#.es.

    Pgina !&

    M-

    0.593

    1.016

    1.131

    1.512

    1.512

    1.860

    2.2602.605

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    COEFICIENTES DE MOMENTOS : M = k . w . L

    1/91/24 1/10 1/11

    1/8 1/16

    1/11

    1/14

    COEFICIENTES DE CORTANTES : V = k . w . L/2

    1.15 1 11 1

    CORTES DE FIERRO EN ALIGERADOS

    :1 /5 :1 /3 :2 /3

    :1 /4 :2 /4

    :1 /7 ' " :1 /5 ' " :2 /4 ' "

    L1 L2

    :/3 :/4 :/5 = 20 cm = 17 cm = 25 cm:/4 ' " :/5 ' " :/7 ' " :/4 ' " :/5 ' " :/7 ' " :/4 ' " :/5 ' " :/7 ' "

    2.0 0.67 0.50 0.40 0.33 0.23 0.12 0.36 0.26 0.1457 0.28 0.18 0.07

    2.5 0.83 0.63 0.50 0.455 0.33 0.19 0.485 0.36 0.2171 0.41 0.28 0.14

    3.0 1.00 0.75 0.60 0.58 0.43 0.26 0.61 0.46 0.2886 0.53 0.38 0.21

    3.5 1.17 0.88 0.70 0.705 0.53 0.33 0.735 0.56 0.36 0.66 0.48 0.28

    4.0 1.33 1.00 0.80 0.83 0.63 0.40 0.86 0.66 0.4314 0.78 0.58 0.35

    4.5 1.50 1.13 0.90 0.955 0.73 0.47 0.985 0.76 0.5029 0.91 0.68 0.42

    5.0 1.67 1.25 1.00 1.08 0.83 0.54 1.11 0.86 0.5743 1.03 0.78 0.49

    5.5 1.83 1.38 1.10 1.205 0.93 0.62 1.235 0.96 0.6457 1.16 0.88 0.57

    6.0 2.00 1.50 1.20 1.33 1.03 0.69 1.36 1.06 0.7171 1.28 0.98 0.64

    6.5 2.17 1.63 1.30 1.455 1.13 0.76 1.485 1.16 0.7886 1.41 1.08 0.71

    7.0 2.33 1.75 1.40 1.58 1.23 0.83 1.61 1.26 0.86 1.53 1.18 0.78

    L*Z

  • 7/23/2019 Aligerados.xls

    36/36

    ns-#2

    INS*MOS EN ALIGERADOS + ,

    h #/$%& (c.! h 10 h 17 h 20 h 25

    B&$' (8.33 +,! = 08 = 12 = 15 = 20

    C&c%$& (+,! 0.040 0.080 0.088 0.100